Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.0 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹16.0 L+₹1.0 L (6.70%)Accepted-Finance GOVT CONTRACTOR INDRA NAGAR HUMPHRYGUNJ PORT BLAIR PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 2 | Accepted-Finance L2 | |
| 3 | 3₹16.9 L+₹1.9 L (12.8%)Accepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | 3 | Accepted-Finance L3 | |
| 4 | 4₹18.1 L+₹3.1 L (20.7%)Accepted-Finance | 4 | Accepted-Finance L4 |
Tender Value
₹18.3 L
EMD Value
₹36,670
Closing Date
18 Jul 2024, 3:00 pmClosed
EE, PBND, APWD, Port Blair
EE, PBND, APWD, Port Blair
Construction of retaining wall at Muslim Graveyard Delanipur to protect the soil erosion/land sliding
2024_APWD_14509_1
NIT No. 03/EE/PBND/2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
Port Blair
Please refer tender documents
4 documents required · 4 mandatory
₹0
₹36,670
22 Jul 2024
21 Jun 2024
19 Jul 2024
21 Jun 2024
18 Jul 2024
24 Jun 2024
24 Jun 2024 - 16 Jul 2024
Amount
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Filling available excavated earth (excluding rock) in trenches, plinth. sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift
Finishing walls with Acrylic Smooth exterior paint of required shade .
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Providing and fixing PVC weep hole.
75mm dia PVC pipe
GUNA BUILDERS AND ENGINEERS
M/s Premier Steel Industries
J M S CONSTRUCTION
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .